Bond-Slip Models for FPR-Concrete Interfaces Subjected to Moisture Conditions

Table 2

Regression coefficients and fracture energies of all the specimens.

Specimens	Exposure duration (months)	(N/mm^2)	(mm)	A	B		(N/mm)	Normalized
SB-A-0	0	230000	0.111	0.00766	10.96	0.95	0.749	1.00
SB-A-6	6	230000	0.111	0.01066	6.08	0.93	1.451	1.94
SB-A-12	12	230000	0.111	0.00693	12.62	0.95	0.614	0.82
SB-A-18	18	230000	0.111	0.00733	9.79	0.97	0.686	0.92
SB-B-0	0	230000	0.111	0.00652	14.46	0.95	0.543	1.00
SB-B-6	6	230000	0.111	0.00622	13.02	0.97	0.494	0.91
SB-B-12	12	230000	0.111	0.00621	11.74	0.94	0.493	0.91
SB-B-18	18	230000	0.111	0.00591	12.06	0.96	0.446	0.82
SB-C-0	0	230000	0.218	0.00699	10.73	0.97	1.225	1.00
SB-C-6	6	230000	0.218	0.00616	10.88	0.93	0.952	0.78
SB-C-12	12	230000	0.218	0.00561	12.12	0.95	0.790	0.64
SB-C-18	18	230000	0.218	0.00664	10.19	0.95	1.106	0.90
SB-D-0	0	240000	0.176	0.00599	11.81	0.95	0.758	1.00
SB-D-6	6	240000	0.176	0.00549	13.93	0.92	0.637	0.84
SB-D-12	12	240000	0.176	0.00451	16.81	0.96	0.430	0.57
SB-D-18	18	240000	0.176	0.00542	14.99	0.97	0.621	0.82
SB-E-0	0	245000	0.333	0.00336	14.40	0.97	0.461	1.00
SB-E-6	6	245000	0.333	0.00399	13.72	0.92	0.650	1.41
SB-E-12	12	245000	0.333	0.00389	10.98	0.93	0.618	1.34
SB-E-18	18	245000	0.333	0.00432	13.99	0.95	0.762	1.65
SB-F-0	0	210000	1.4	0.00201	17.44	0.97	0.594	1.00
SB-F-6	6	210000	1.4	0.00238	15.72	0.96	0.833	1.40
SB-F-12	12	210000	1.4	0.00240	13.36	0.96	0.847	1.43
SB-F-18	18	210000	1.4	0.00241	15.50	0.95	0.854	1.44